Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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None (1) ·
24387 (1) ·
30975 (1) ·
54175 (1) ·
58725 (1) ·
77275 (1) ·
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Boynton Beach (1) ·
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Juno Beach (1) ·
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Jupiter Inlet Colony (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
Ocean Ridge (1) ·
Ormond Beach (1) ·
South Bay (1) ·
Tequesta village (1) ·
West Palm Beach (1)
'Banana River ' (1) ·
'Barge Canal ' (1) ·
'Belvedere Road ' (1) ·
'Boynton Inlet ' (1) ·
'BRANCH OF ICWW ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Donald Ross Road ' (1) ·
'FEC Railroad ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR ' (1) ·
'George King Blvd ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-40 ' (1) ·
'TEN MILE CREEK ' (1) ·
'WPB CANAL C-51 ' (1)
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Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
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8415 (1)
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